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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FOR UNDERLAYMENT ___j Fr_ REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING — BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS BASE BOARD PER SPECS. 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 3/4" FLOOR SHEATHING —, \ PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER - CONNECTIONS HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN ' DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE ;.. REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 2 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE C d °. N- y ' .d ; FINISH GRADE o0 \ .. .d M I I II_ pp • •• — _r 6x6 W1.4xW1.4 — I - WWF OR FIBERMESH _ _ _ I •. _ I g T I "' 'STD.90*HOOK (3) # 5 REBAR (GRADE 60 4" - (SEE DETAIL) REINF.) ON Y CHAIR W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri REV.04.30.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD &(8). 2nd FLOOR W, BEAWGIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-1— . °�711MII *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. ki SCALE: N.T.S. FEND SHEATHING TO )F BEAM OR GIRDER tTE W/ D.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. (2) SIMPSON SDWC 15600 SCREWS @ 24" O.C. P.T. (2) 2X6 #2 SYP. CONT. W/ g' X 8" HD TITEN W/ 5" MIN. EMBEDMENT @ 24" O.C. FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE r h - , -PRE-ENG TRUSS (2) KNOCKOUT COURSES W/ (1) #5 CONT. EA. ti P.T. 2X6 #2 SYP. CONT. RIBBON W/ (2) J" X 3 }" TAPCONS @ 16" O.C. W/ DIAG. BRACING OF TRUSS CMU WALL (SEE PLAN FOR INFO) TYP. CONNECTION WALL TO TRUSS rT� SEE J/S-6 FOR ADDITIONAL INFORMATION, SCALE: 1" = V-0" REV. 05.21.21 SPACER BLOCKS "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 FLOOR TRUSS 2x STUDS @ 1— " " 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED Lu INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B,U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2" 4" BLOCKING IN KO BLOCK X SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. f(2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE 1 II SHEATHING x — —x—F PROVIDE II II BLOCKING AS REQUIRED PER II D II I SECTION X-X IF NOT FULL HEIGHT SHEET pll II II II G FLOOR SYST M 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM —7 TF 15/32"F OSB T 11 FXPDXPO SUREI r SHEATHING w 111 II II II SOLID 2x III C III II II II I o ALL BLOCKINGSHEATHING C EDGES (SEE III OPENING TI X-X Lu III C III x II II wW II III x E r 2x STUDS W _ III III it II II BEYOND. I I I II I III SEE PLAN o III II II I� I 0 I VL 1 3/8'. "S" = NAIL 3l8" SPACING c 314" S 1/2„ S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ X O.C. STAGGERED FOR SHEATHING yGRTIC� Ai 9�� SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN Ys". Q ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 < @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. uu)) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0E J w/ 8d COMMON NAIL Q J 0 O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O00 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP 8 BOTT. r—n m LL' p ' OG (2) 8d NAILS @ T' O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 MEMBER IF GABLE END LL U LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION $S4 (2) 2x HEADER SEE PLAN . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 70, SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • ' . '. to — ° • T 1 8 �I 1' 8�rrr1—J CLEARANCEMIN3" INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ABEAM M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' 1 (2) 1 (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 97-16' (3) 3 (2) (3) 1 (2) LSTA30 (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH -----'r--� d '. M -1 I MI I_I I I_I I f•' -1 I I -I I -III II111111111111111 (3) # 5 REBAR ON 3" CHAIR 4" III. 1 W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I � ;III„I V SCALE:3/4"=1'-0" S6 w'7 car O N Q .AJ > w 1Cl c:., Z u a c. h M o y v N -c. � .�. CD C. G � C u OC 3 Y u a> a c rm CY. • m 5-, = E M o Fr u 0 r till II////� ;;� P � • ••`' C1 S E v b M1. 0 l L ,-0f 0! f l/ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a 8 5 Y 00 , (� �M! 2S X LL C J z LL W 0: N C, e O O W rii2OT m LL Z N Z 4 co Z U Ci g 0 W ❑ ❑ CD co Z N 25 Z � P1 z v .o QJ W LL � (13 � w U 0 N un s Ly N .� E = r r3 u � 2 o a�R Ze L o w� oa CD CDE 8 �a gi ° 8� wz i aNru r <o y Sx m� , 0F Z z J "m 4W 2. 3: <m y Paz N� W U � a� 0 i> 5 ¢a a l' 1 2N 0 >M TT 7 m o L_ J 6 r- (0 Q T� :3 T a° o c fl °° C1. Q +�-`1 M N N c III) o N o O n O n 4 j Lo r- f- CV r o Z co O i/i N c0 a E U D Q p c JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. S6